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| number = ML16147A182
| number = ML16147A182
| issue date = 04/29/2016
| issue date = 04/29/2016
| title = Seabrook Station, Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 3 of 3
| title = Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 3 of 3
| author name =  
| author name =  
| author affiliation = NextEra Energy Seabrook, LLC
| author affiliation = NextEra Energy Seabrook, LLC
Line 15: Line 15:
| page count = 51
| page count = 51
}}
}}
=Text=
{{#Wiki_filter:Containment Structure Mat Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-1 Sh. 2 of 2 See 101402
Containment Structure Typical Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-2 See 101435 
Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444
Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-3 Sh. 2 of 2 See 101440
Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-4 Sh. 2 of 2 See 101443 
Containment Structure Liner Details [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-5 Sh. 2 of 2 See 101463
Containment Structure Rein forcing at Penetrations S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-6 See 101438
Containment Structure Dome Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-7 See 101436
Design Temperature Gradient through Containment Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-8
Containment Pressure Tran sients Following a LOCA S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-9
Containment Cylinder Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-10
Containment Dome Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-11
" A"" A" R ZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A"  -  "A"G:\Word\Images_P\UFSAR\3812.ds4 Z R  Axisymetric Modeling Elements S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-12
Reinforced Concrete Idealization S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-13
Boundary Conditions for Equipment Hatch Analysis - Model Sketch S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-14
Shell Section Illustrating Computed Force and Moment Resultants S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-15
Containment Axisymetric Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-16
Three-Dimensional Finite Element Model for Equipment Hatch Analysis S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-17
1 42444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54" 5" 3"3 3/4" 11 10 9 8 7 6 5 4 3 2 1#18 @ 12"#18 @ 12"#14 @ 22" @ 45 0#18 @ 22" @ 45 0 Section C-C 1" -10"OutsideInsideRebar in Membrane Region FromEl. 80' - 0" To El. 119" -0"1/30 x 54" = 1.8"2/30 x 54" = 3.6"4/30 x 54" = 7.2"MeridionalHoopSeismicG:\Word\Images_P\UFSAR\3818.ds4 Layered Cross Section Model for MARC-CDC Element 22 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-18
G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-19
Containment Structure Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-20 See 101496
Containment Structure Equipment Hatch with Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-21 See 101496 
Typical High Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-22 See 805575 
Typical Moderate Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-23 See 805575 
Containment Wall INBOARDOUTBOARDStainless SteelHeader PlateThermal Insulating GasketFor Anchorage Details, Refer To Dwgs. 101495and 101497Liner PlateBox Mounting RingJunction BoxSleeveField WeldCarbon Steel Weld RingJunction (Terminal) Box G:\Word\Images\UFSAR\3824.ds4Canister  Typical Electrical Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-24
Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-25 See 805573 
Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-26
Electrical Penetration Seal Temperature Response Following 0.84 ft 2 Split Rupture at 75% Power S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-27
Reactor Vessel Lateral Support S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-28
Primary Shield Wall Main Reinforcement and Anchorage System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-29 See 101425 
Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-30
Control Room Makeup Air Intake Structure East and West S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-31 See 101334 See 101337
Enclosure for Condensate Storage Tank S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-32 See 101327 
Pipe Tunnels (Typical)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-33 See 101635 
Safety-Related Electrical Duct Banks - Typical Cross Section S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-34 See 101303 
Typical Safety-Related Electrical Manholes S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-35 See 101692 
Typical Reinforcing Detail at Base Slab and Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-36 See 101528
Service Water Pipe Access Vau lt Concrete Plan & Sections Precast Roof Option S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-37
Reactor Coolant Loop Support System, Dynamic Structural Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-1
Through-Wall Thermal Gradients S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-2
Control Rod Drive Mechanism S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-3
Control Rod Drive Mechanism Schematic S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-4
MG SG C A B A B MG SG At 70 0 AB CLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 650 0 AB CLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387 At 70 0 AB DLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203 At 650 0 AB DLift Coil OffLift Coil On15.67916.38715.6410.038 0.01616.291G:\Word\Images_P\UFSAR\39N5.ds4 Before Load Transfe rAfter Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-5
Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.000 01 0 0 200300 400 500 600 700Temperature (0 F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches)
Control Rod Drive Mechanism Latch Clearance Thermal Effect S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-6
Lower Core Support Assembly (Core Barrel Assembly)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-7
Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-8
Support ColumnsHead and VesselAlignment Pin LocationGuide Tube Assembly Locations G:\Word\Images_P\UFSAR\39N9.ds4 Plan View of Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-9
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11
-1  See 1-NHY-300219 Containment Structure Mat Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-1 Sh. 2 of 2 See 101402
Containment Structure Typical Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-2 See 101435 
Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444
Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-3 Sh. 2 of 2 See 101440
Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-4 Sh. 2 of 2 See 101443 
Containment Structure Liner Details [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-5 Sh. 2 of 2 See 101463
Containment Structure Rein forcing at Penetrations S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-6 See 101438
Containment Structure Dome Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-7 See 101436
Design Temperature Gradient through Containment Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-8
Containment Pressure Tran sients Following a LOCA S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-9
Containment Cylinder Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-10
Containment Dome Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-11
" A"" A" R ZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A"  -  "A"G:\Word\Images_P\UFSAR\3812.ds4 Z R  Axisymetric Modeling Elements S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-12
Reinforced Concrete Idealization S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-13
Boundary Conditions for Equipment Hatch Analysis - Model Sketch S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-14
Shell Section Illustrating Computed Force and Moment Resultants S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-15
Containment Axisymetric Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-16
Three-Dimensional Finite Element Model for Equipment Hatch Analysis S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-17
1 42444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54" 5" 3"3 3/4" 11 10 9 8 7 6 5 4 3 2 1#18 @ 12"#18 @ 12"#14 @ 22" @ 45 0#18 @ 22" @ 45 0 Section C-C 1" -10"OutsideInsideRebar in Membrane Region FromEl. 80' - 0" To El. 119" -0"1/30 x 54" = 1.8"2/30 x 54" = 3.6"4/30 x 54" = 7.2"MeridionalHoopSeismicG:\Word\Images_P\UFSAR\3818.ds4 Layered Cross Section Model for MARC-CDC Element 22 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-18
G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-19
Containment Structure Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-20 See 101496
Containment Structure Equipment Hatch with Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-21 See 101496 
Typical High Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-22 See 805575 
Typical Moderate Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-23 See 805575 
Containment Wall INBOARDOUTBOARDStainless SteelHeader PlateThermal Insulating GasketFor Anchorage Details, Refer To Dwgs. 101495and 101497Liner PlateBox Mounting RingJunction BoxSleeveField WeldCarbon Steel Weld RingJunction (Terminal) Box G:\Word\Images\UFSAR\3824.ds4Canister  Typical Electrical Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-24
Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-25 See 805573 
Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-26
Electrical Penetration Seal Temperature Response Following 0.84 ft 2 Split Rupture at 75% Power S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-27
Reactor Vessel Lateral Support S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-28
Primary Shield Wall Main Reinforcement and Anchorage System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-29 See 101425 
Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-30
Control Room Makeup Air Intake Structure East and West S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-31 See 101334 See 101337
Enclosure for Condensate Storage Tank S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-32 See 101327 
Pipe Tunnels (Typical)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-33 See 101635 
Safety-Related Electrical Duct Banks - Typical Cross Section S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-34 See 101303 
Typical Safety-Related Electrical Manholes S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-35 See 101692 
Typical Reinforcing Detail at Base Slab and Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure 3.8-36 See 101528
Service Water Pipe Access Vau lt Concrete Plan & Sections Precast Roof Option S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.8-37
Reactor Coolant Loop Support System, Dynamic Structural Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-1
Through-Wall Thermal Gradients S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-2
Control Rod Drive Mechanism S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-3
Control Rod Drive Mechanism Schematic S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-4
MG SG C A B A B MG SG At 70 0 AB CLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 650 0 AB CLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387 At 70 0 AB DLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203 At 650 0 AB DLift Coil OffLift Coil On15.67916.38715.6410.038 0.01616.291G:\Word\Images_P\UFSAR\39N5.ds4 Before Load Transfe rAfter Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-5
Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.000 01 0 0 200300 400 500 600 700Temperature (0 F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches)
Control Rod Drive Mechanism Latch Clearance Thermal Effect S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-6
Lower Core Support Assembly (Core Barrel Assembly)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-7
Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-8
Support ColumnsHead and VesselAlignment Pin LocationGuide Tube Assembly Locations G:\Word\Images_P\UFSAR\39N9.ds4 Plan View of Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT  Figure          3.9(N)-9
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11
-1  See 1-NHY-300219}}

Latest revision as of 00:21, 3 April 2019

Revision 17 to Updated Final Safety Analysis Report, Chapter 3, Design of Structures, Components, Equipment and Systems, Figures, Part 3 of 3
ML16147A182
Person / Time
Site: Seabrook NextEra Energy icon.png
Issue date: 04/29/2016
From:
NextEra Energy Seabrook
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16260A369 List:
References
SBK-L-16048
Download: ML16147A182 (51)
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Text

Containment Structure Mat Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 2 of 2 See 101402

Containment Structure Typical Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-2 See 101435

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 2 of 2 See 101440

Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 2 of 2 See 101443

Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 2 of 2 See 101463

Containment Structure Rein forcing at Penetrations S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-6 See 101438

Containment Structure Dome Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-7 See 101436

Design Temperature Gradient through Containment Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-8

Containment Pressure Tran sients Following a LOCA S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-9

Containment Cylinder Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-10

Containment Dome Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-11

" A"" A" R ZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A" - "A"G:\Word\Images_P\UFSAR\3812.ds4 Z R Axisymetric Modeling Elements S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-12

Reinforced Concrete Idealization S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-13

Boundary Conditions for Equipment Hatch Analysis - Model Sketch S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-14

Shell Section Illustrating Computed Force and Moment Resultants S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-15

Containment Axisymetric Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-16

Three-Dimensional Finite Element Model for Equipment Hatch Analysis S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-17

1 42444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54" 5" 3"3 3/4" 11 10 9 8 7 6 5 4 3 2 1#18 @ 12"#18 @ 12"#14 @ 22" @ 45 0#18 @ 22" @ 45 0 Section C-C 1" -10"OutsideInsideRebar in Membrane Region FromEl. 80' - 0" To El. 119" -0"1/30 x 54" = 1.8"2/30 x 54" = 3.6"4/30 x 54" = 7.2"MeridionalHoopSeismicG:\Word\Images_P\UFSAR\3818.ds4 Layered Cross Section Model for MARC-CDC Element 22 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-18

G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-19

Containment Structure Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-20 See 101496

Containment Structure Equipment Hatch with Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-21 See 101496

Typical High Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-22 See 805575

Typical Moderate Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-23 See 805575

Containment Wall INBOARDOUTBOARDStainless SteelHeader PlateThermal Insulating GasketFor Anchorage Details, Refer To Dwgs. 101495and 101497Liner PlateBox Mounting RingJunction BoxSleeveField WeldCarbon Steel Weld RingJunction (Terminal) Box G:\Word\Images\UFSAR\3824.ds4Canister Typical Electrical Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-24

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-25 See 805573

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-26

Electrical Penetration Seal Temperature Response Following 0.84 ft 2 Split Rupture at 75% Power S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-27

Reactor Vessel Lateral Support S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-28

Primary Shield Wall Main Reinforcement and Anchorage System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-29 See 101425

Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-30

Control Room Makeup Air Intake Structure East and West S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-31 See 101334 See 101337

Enclosure for Condensate Storage Tank S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-32 See 101327

Pipe Tunnels (Typical)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-33 See 101635

Safety-Related Electrical Duct Banks - Typical Cross Section S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-34 See 101303

Typical Safety-Related Electrical Manholes S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-35 See 101692

Typical Reinforcing Detail at Base Slab and Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-36 See 101528

Service Water Pipe Access Vau lt Concrete Plan & Sections Precast Roof Option S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-37

Reactor Coolant Loop Support System, Dynamic Structural Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-1

Through-Wall Thermal Gradients S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-2

Control Rod Drive Mechanism S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-3

Control Rod Drive Mechanism Schematic S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-4

MG SG C A B A B MG SG At 70 0 AB CLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 650 0 AB CLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387 At 70 0 AB DLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203 At 650 0 AB DLift Coil OffLift Coil On15.67916.38715.6410.038 0.01616.291G:\Word\Images_P\UFSAR\39N5.ds4 Before Load Transfe rAfter Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-5

Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.000 01 0 0 200300 400 500 600 700Temperature (0 F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches)

Control Rod Drive Mechanism Latch Clearance Thermal Effect S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-6

Lower Core Support Assembly (Core Barrel Assembly)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-7

Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-8

Support ColumnsHead and VesselAlignment Pin LocationGuide Tube Assembly Locations G:\Word\Images_P\UFSAR\39N9.ds4 Plan View of Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-9

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11

-1 See 1-NHY-300219 Containment Structure Mat Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 1 of 2 See 101401 Containment Structure Mat Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-1 Sh. 2 of 2 See 101402

Containment Structure Typical Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-2 See 101435

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 1 of 2 See 101441 See 101444

Containment Structure Equipment Hatch Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-3 Sh. 2 of 2 See 101440

Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 1 of 2 See 101442 Containment Structure Personnel Air Lock Typical Reinforcing [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-4 Sh. 2 of 2 See 101443

Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 1 of 2 See 101461 Containment Structure Liner Details [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-5 Sh. 2 of 2 See 101463

Containment Structure Rein forcing at Penetrations S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-6 See 101438

Containment Structure Dome Reinforcing S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-7 See 101436

Design Temperature Gradient through Containment Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-8

Containment Pressure Tran sients Following a LOCA S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-9

Containment Cylinder Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-10

Containment Dome Liner Temperature Transients Curve S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-11

" A"" A" R ZNodalCirclesSeries of Rings Connected AtNodal CirclesTriangularSolid of RevolutionQuadrilateralSolid of RevolutionShell of RevolutionSection "A" - "A"G:\Word\Images_P\UFSAR\3812.ds4 Z R Axisymetric Modeling Elements S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-12

Reinforced Concrete Idealization S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-13

Boundary Conditions for Equipment Hatch Analysis - Model Sketch S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-14

Shell Section Illustrating Computed Force and Moment Resultants S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-15

Containment Axisymetric Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-16

Three-Dimensional Finite Element Model for Equipment Hatch Analysis S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-17

1 42444422211.87.2"7.2"7.2"7.2"7.2"1.83.6"3.6"3.6"3.6"54" 5" 3"3 3/4" 11 10 9 8 7 6 5 4 3 2 1#18 @ 12"#18 @ 12"#14 @ 22" @ 45 0#18 @ 22" @ 45 0 Section C-C 1" -10"OutsideInsideRebar in Membrane Region FromEl. 80' - 0" To El. 119" -0"1/30 x 54" = 1.8"2/30 x 54" = 3.6"4/30 x 54" = 7.2"MeridionalHoopSeismicG:\Word\Images_P\UFSAR\3818.ds4 Layered Cross Section Model for MARC-CDC Element 22 S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-18

G:\Word\Images_P\UFSAR\3819.ds4 Finite Element Model of Containment Mat S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-19

Containment Structure Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-20 See 101496

Containment Structure Equipment Hatch with Personnel Airlock S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-21 See 101496

Typical High Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-22 See 805575

Typical Moderate Energy Piping Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-23 See 805575

Containment Wall INBOARDOUTBOARDStainless SteelHeader PlateThermal Insulating GasketFor Anchorage Details, Refer To Dwgs. 101495and 101497Liner PlateBox Mounting RingJunction BoxSleeveField WeldCarbon Steel Weld RingJunction (Terminal) Box G:\Word\Images\UFSAR\3824.ds4Canister Typical Electrical Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-24

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-25 See 805573

Typical Ventilation Penetration S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-26

Electrical Penetration Seal Temperature Response Following 0.84 ft 2 Split Rupture at 75% Power S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-27

Reactor Vessel Lateral Support S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-28

Primary Shield Wall Main Reinforcement and Anchorage System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-29 See 101425

Design of Kick-Back Plate, Clamp Plate, Base Plate and Anchor Bolts for Polar Crane S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-30

Control Room Makeup Air Intake Structure East and West S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-31 See 101334 See 101337

Enclosure for Condensate Storage Tank S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-32 See 101327

Pipe Tunnels (Typical)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-33 See 101635

Safety-Related Electrical Duct Banks - Typical Cross Section S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-34 See 101303

Typical Safety-Related Electrical Manholes S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-35 See 101692

Typical Reinforcing Detail at Base Slab and Wall S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-36 See 101528

Service Water Pipe Access Vau lt Concrete Plan & Sections Precast Roof Option S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.8-37

Reactor Coolant Loop Support System, Dynamic Structural Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-1

Through-Wall Thermal Gradients S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-2

Control Rod Drive Mechanism S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-3

Control Rod Drive Mechanism Schematic S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-4

MG SG C A B A B MG SG At 70 0 AB CLift Coil OffLift Coil On15.64016.26515.6250.0150.01516.250At 650 0 AB CLift Coil OffLift Coil On15.72516.37515.6790.0460.06816.387 At 70 0 AB DLift Coil OffLift Coil On15.62516.25815.5780.047 0.04716.203 At 650 0 AB DLift Coil OffLift Coil On15.67916.38715.6410.038 0.01616.291G:\Word\Images_P\UFSAR\39N5.ds4 Before Load Transfe rAfter Load Transfer Nominal Latch Clearance at Minimum and Maximum Temperature S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-5

Lift Coil OffLift Coil ONMG Clearance AfterLoad TransferLift Coil OffLift Coil ONSG Clearance BeforeLoad Transfer0.0800.070 0.0600.0500.0400.0300.0200.0100.000 01 0 0 200300 400 500 600 700Temperature (0 F)G:\Word\Images_P\UFSAR\39N6.ds4Clearance Latches and Drive Groove (Inches)

Control Rod Drive Mechanism Latch Clearance Thermal Effect S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-6

Lower Core Support Assembly (Core Barrel Assembly)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-7

Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-8

Support ColumnsHead and VesselAlignment Pin LocationGuide Tube Assembly Locations G:\Word\Images_P\UFSAR\39N9.ds4 Plan View of Upper Core Support Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.9(N)-9

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Service Environment Chart Figure 3.11

-1 See 1-NHY-300219

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